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HomeMy WebLinkAbout121-08 OVERSIZED PLANS\� SSMH �\ TOP 5.07' \\\ NV =-5.T�.46 9F� TOP _ SS 1H COASTAL MARSH -`'- SI `_" s � NV ' _5: 3 , 5.4.,D0 NOT DISTURB WEST �~- Fi -' s _ _ B EA U FOR T ------ I _ 1 S�0 w /s 0, P ROAD x5.4 .50 -•_ 0. p6 ----.._, � l UBL/C R�w - p,` N C SR 1170 Di .., 80ft E _ S^82'15'3p^E SS - -,, x5. 5 -frS UH �� x4.86 Exists g" t oHE 108 07 P 5. CC?o Proposed to be SS SS INV = 4. 73. / Removed oHE S 83'13 09 E --__�--� cu � 150, 7q •SS }` x 5.56 oHE FH SIP W / oHE -�- EIR EX' 8 ' CVP WA 7E- x4.97 Existing block Wall �_ MAIN around/adjacent W �! � \ &Conc. �-•�-- ---� co X 37 ddjacent r� x4.94 trees Pr QQss� to �' W X Existing Concrete Existing Conc. be(PictureFff� x 5.13 Remoltf LARRY WAYNE FULP d. / / Slab this Vicinity / Slab to Proposed � / / g02/744l Proposed to be x / to be Removed �1 � 0. � �� Removed (Approx. / (Approx. 644sf) 4.67 W x5.30 x5. x5.33 Go 800sf)(Picture BZ) / (Picture 61) 3.2 co bottom / 48"Dia x -30ft , THOMAS VANDYKE ' i Debris at bott& x6,98 STATION a,. j r Existing Culvert x5.93 / 1191 /353 Elp adjacent o e d FFE SSMH ' TOP = 4,96' INV = -6.27' / Existing Proposed to be p n ramage x 5.59 Removed _ / route Proposed to be \ ` x 4. \ x 5.06 SIP Cl- x / removed (Pictures A7, B3, co � �' DAMES T. BOWLING 2.QS x5.20 ' x3. N w L'..-� B4) ".- x5.0� <� 532/347 2 �.::.... ` , x5.25 �. g �� Misc. Debris in Area ti ram. � \ ....... Proposed to be x 3. 20 � > >:3. 97 Q / \ Removed (Pictures A7, 'O x 4.31 S 5 0 Q A8 A10 x. i 0, x 4.32 x 4.7 >2 1 < E ' J � / 0 \ ..•�. ) 3.4/ >> ' SARAH L. DAVIS ti 22" 0. `"SSMHO > ' PIN 7306.14336412 1 3 ! -.-.. 4 TOP 1 �" 3)91 ' EIP 2 -3645sf of Ex. 24"/ 0. , U G� \ Intermittent Coastal Asphalt Proposed / 3 87V 2.85' 360. f S > a x 8 To Be Removed 8"/ v1AG. / ' , O 2y3�4 e �` Wetlands Within Existing - " , , _ ^ _ _ _ x Debris This Area / \ 1 i f O 1 0. / S 20„ 0. x 4.08 135, m Footprint (-•615sf) ' ( 9" C. x4 39 1 s x4.5 ' \ I SSMH / 10 0. 12^ M. u TOP = 3,63' x4.35 / � SIP >2 �? 0.23' x3.7o NOTES: r U NHW Limit \ 1 i 0� ,/ U O } ti ° / AtCulvert End \I x x3.67 x3.64 S 120 _ x 3.79 This plan document is for CAMA s \ x 3.65 S s9. permitting purposes. Propose to Remove -9 \ 3. 3.47 IS1S 21S Cv Misc. Debris & Trash x 3. > s 4 Owner Wor Contractor s� \ �. CtrER S � Within Channel and � \ 24'�0. / � responsible to e (Pict'along Shoreline \ \ p ensure all project `(Pictures A6,A6,A10) $ . \ \ ` O ,p� � -2.2 ` \ \ \ \ SSMH SS 8" 0.�� O' // 011 C construction is consistent with \` \x3,08 INV- \ SSMH SIP , x5. 5 owners intended uses, Culverts \ \ \ �! TOP _ 2,14 -� x4.00 TOP = 2.98' 240C. 9� P. x- 75 18 P. 1 O P. •6 qZ sc O ` 2 SS \ s INV = -2,05' x3.86 30" 0, 10'. PO � x2.42 \ / � -4.9 \ \ \ To �9 Se4,/' ` \ 2. 2 O x4.06 19" P Owner Wor contractor \ q1 r �e // (2j4" o. o 0 2' responsibility for project Jo -3.0' �\ \.\ x3.10 \ / R oe�j p�°0dr \\ 0 o q3 ' s 24' 0. 22" P. oEIR compliance with all applicable Ce 3 s �` \SS I codes ordinances and N. LVV. M \ �. 2„ \ q�'/g 2Js \� 56 w regulations including building o Q Coastal Wetland \ \ \ ) , \� �S \ \Ss codes, setback ., et o tera. a � Water Ward -3,4 V 144 \ - 5.6 � 'q / Extent p ox. Width of Channel: 40' �20 \ \ \ 20X M. F` \ / \ 1 P �q S Contractor responsibility to � O /� x3.36 \ S SSMH I ^B`� C. ��� \ x3 32 \ RFq ss 6„ 0 3.52 , 4•• inspect site and identify field O \R x3� A INV = -1,48' \ conditions and relatedproject x 3.4 SS i 12 " �i "\oa x3.62 ` �TF� M I �.' x3 2 N cost implications thereof. S X3.11 � 3 //SSMH 24� 0. x3. 4 TOP _ 3.24 240" P ly SS i x`?.24 i 1n `lJ •,�r�J� •\\ \Fe\FF \3 / INV =1.30' Al\3.50\ �•- / �` -�.� � `• `x` 08 \ \ \ 8' \ � / / 2 �\ -` \ x4.23 3.. , s - 4.3 \ �\ ( 10 T G Text Boxes Indicate \\ \ \ 0 C. 01 2" O'S QV. 24 Proposed s Indies 2 6 �- \ \ S 1 1 ' p23 J Within Estuarine AEC NORMAL HIGH \ \� x3"58 S 8" 0. O x 1 7 ape Existing Sealer Pipe Proposed to WATER MARK r \ .4 \ \ O O1 0. b\S Existing Fire Hydrant \ iiiiio be Abandoned Vr \ a.o \�--\'\ \ �/� EX b etorm Drain �3,16 I-, Abandoned \ Pr osed to be Removed ii 2 3' \ T Abandoned ,yj \ \ _ 3 onhole Proposed to be \ q/ ec, \ x 3 ?$ S% i Abandoned (Removed to , Below Grade and Filled) m S \ 1 LEGEND: NORMAL LOW ` f �ebe b \ 1/ e R �s/dry' C '9�\k 2,, (� �4 0. x4.55 / WATER MARK \ryo Coe \ o e A sek C C) O SSMH / �\ \- ` r lei \ \ �•�/q,hsd (A obo oo` sS c �q -� - EIP = EXISTING IRON PIPE ae \ ` TOP EL - 3,74' SSMH of FR ' SIP = SET IRON PIPE \ �� \ g77jgv�e8 ` \ Mq INV EL = 0.58' 1 11pp \p10' 'P• \ 4.13 r?� SS\ d0 _ I / INVX3.6 0.77' EIR = EXISTING IRON ROD �� P. P \ ! x RCP =REINFORCED CONCRETE PIPE � � \ ` � 3 I FE = FINISHED ELEVATION I \ \ _ i / ' MBL = MINIMUM BUILDING SETBACK LINE I \ \ SS TB = TELEPHONE BOX \ x_V5 PP = POWER POLE GW = GUY WIRE FH = FIRE HYDRANT CO = CLEAN OUT ST = SIGHT TRIANGLE SE = SIGN EASEMENT FFE = FINISHED FLOOR ELEVATION - - -5'- - - EXISTING CONTOUR x3,83 SPOT ELEVATION EXISTING STORM DRAIN SS EXISTING SANITARY SEWER w EXISTING WATER MAIN oHE- EXISTING OVERHEAD ELECTRIC 0 EXISTING TREES TREES: (Trees 5hown to be removed (cut down within AEC) or otherwise incorporated in landscaping) C = CEDAR M = MAPLE; P = PINE 0 = OAK MAG MAGNOLIA W = WILLOW IIIIIIIIIIIIIIIIIIIIIIEXISTING UTILITIES TO BE REMOVED/ABANDONED NOTE: 1. ALL ELEVATIONS ARE BASED ON NGVD 1988 DATUM. 2. BOUNDARY AND TOPOGRAPHY SURVEY INFORMATION TAKEN FROM MAPS AND DIGITAL FILES BY POWEL SURVEYING COMPANY, P.A., 41 � LIVE OAK ST, BEAUFORT, NC 28516, 3. JILL DRIVE AND ATLANTIC DRIVE ARE PUBLIC ROADS PER D.B. 413, P. 437, SOURCE OF TITLE DB 488 PG 324 VICINITY MAP NTS 101 STANTON RD. 70 EST BEAUFORT ROAD. CO SITE 70' TOWN OF BEAUFORT __1-18' Existing Sewer 0. \ �x 3.55 \ Pipe Proposed to 11 P. 18"P 1-1be Abandoned 'o" P. anhole Proposed to be 254'E�Clsting Water�e�CK/C Abandoned (Removed to INoin Proposed to OAST be Abandoned �` �15" P. `� SH Below Grade and Filled) >� \ '-6 P. E= f�BUFFER x3.95 22" P. 0' O 3.65' \\ \ In all areas proposed to remove debris from A.E.C. I (including coastal wetlands & waters),hwere vegetative voids are created it is proposed to plant appropriate NORMAL LOW WATER indigenous coastal species based upon location relative to 3. 0' normal water level. WATER WARD Coastal 2.9' 4' Wetland Limits Debris removal from coastal wetlands proposed to be performed with minimal disturbance by hand or, only as REVISIONS 6/23/08 Add Culvert Removal & New Culvert Installation 6/27/08 AEC / NHW Revisions per DCM 7/16/08 per DCM u.i Q a. ro � Cl) � o W c, LL N Lo W C Ce N U Z o C U�LL W -;a = r o ui fu ,3 0 o N O C o E om C o Ui z N Z 4-J C o cc,a U " M 0 t� �•E•� F�G�M�� C G G" . • 'r2 P 1 (L Z 4 W ZJ U 006 H Z 50 ZP: OJ Z Lu r! p W WO a a. necessary, with equipment with extended reach s GRAPHIC SCALE capabilities. Do not dig or excavate in coastal wetlands or 4 io ( IN FEET ) 1 inch a 40 fL TOPOGRAPHIC AND LOCATION `_�'JRVEY BY: POWELL SURVEYING COMPANY, P.A. P. 0. BOX 616 BEAUFORT, N. C. 28516 TEL• (252) 728-4�35 below NHW during clean-up process. Debris to be "grabbed" and lifted from its location. Land disturbance within A.E.C. landward of wetlands to be minimized during clean-up and re -vegetation efforts and includes light grading, planting, seeding and mulching G 6 2008 DENR -WATER QUALiTy WEr I)s AND sTC RMWATER BRANCH 0*�_ PERMITTING SET NOT FOR CONSTRUCTION UNTIL ALL APPROPRIATE PERMITS RECEIVED i C O rn If CU O o -�-+ � c 0 Q) tf U Q M o �- Ua 11.4 � Q a o � C Z C Q Q� Im t f44, T BATE: 1-12-08 PROJECT: 07-073 DRAWN BY: JF SHEET: 1 of 2 Steps as Needed to 3ft M Kayak/ Canoe Launch COASTAL MARSH DO NOT DISTURB ----_._ --__ _ WEST B ......... EAuFv pROPOSED R T Q BERMS, TYPLANDSCAPEp ROAD -_ / �.........., s 18 51..E (60 PUBLIC C SR R/w - P 1170 s $2'15' T / off 30"E - - _ cut 108. p 7 w�- S 83.13'Og"E W ` ONE SIP -w J ONE EIR [AONE Dock / Pier End View Elevation 1 "= 10' Proposed Eft x 26ft Wood Platform Eft x 26ft Platform 6ft Wide Concrete Walk Steps (beyond section) Beyond 30ft Buffer as Needed to aft wide 6ft Wide Wood Dock & Walkway Kayak/ Canoe Launch \ +5 ------ ------------------------------- ---------- \ ------------------- ---------------------------------- \---- 7 ------------------- -- ------------------- o ----------- ------ -- --- --_- ---- --- - --- --- - - ----- --- - - - ----- -- --- - - - _ - -- -- - - - - -------- kL I ---------- j� High Water.--- -- -- --- - ---- "---------------------------------------------- -- ----- - - --------------- ------ 3ft x20ft Wood Section Wateiwardof -5 -Normal Low Water ----_-_-_- - - I---f�------ ------ -- platform-Normal (17ft Section Lowered to -1 ft - _ - _ __ _ _ _ Existing Bottom -_ _ ____ - _ _ -- - � _ _ _ Maintain minimum 3ft Clear betweenAbov--------- e NHW or Per Owner) for Kayak/ ---- - ---- - --- -- - - ---- - wetland substrate & bottom -- ------ Canoe ----------------------------------------------------- - ------------------------------------------ ----- -- ------ - -- -- - Wood Pile -------------------- ------------- ----------- (Ty P)------ ------ --------------- ----decking - --------- '--- Dock / Pier Centerline Section 1' = 10' co /-` '— -- Proposed 48" 2 / ` '� •-� Diameter x 60ft / 3 / LARRY WAYNE FULP Culvert & End 4 / © 902/744 1 ~� Sections ASSE LYH 7 ) 9 10 3 Propose 3 4" 11 1 THOMAS VANDYKE EIP Sire f p C 191 J et WA R 1/353 ' S R ICE, T p 13 i 4 SonitorY Sealer Proposed Landscaped V J MH-4 Service (Typ) J JAMES T, BOWLING Berms ;� co 8" O J 532/347 ro O' 1 l Q 6"N/rgRy Se / EIR a S O ^� 0 •••• ,.`.� >25j,2�" ' SARAH L. DAVIS \ r� Proposed Water ) ` ' o ` , . fi- � �L f Supply Connection. 3 / 6" ��'�T �?>rPIN 7306.14336412 LEGEND: ' ' CB = CATCH BASIN to Existing Main D, T p v ' " / EIP 0 CJUNCTION X (r RPREINFORCED DCONCRETE PIPE ^'110'-6 PVC Water � � �`' -� `. Main & Appurtenances I ` ` IMPROVEMENTS NOT WITHIN A.E.C. S �2,3. ' CJ CPR = CORRUGATED PLASTIC PIPE: 4" G SE � — — — ARE PRESENTLY r3s, 24 E --/ FFES = DFLARED ENUCTILE D SECTION Intermittent Coastal 00 � V►CE WER 'B� 94' ' m EX = EXISTING Wetlands Within Existing , \ ( TMp' RcA 15 UNDER CONSTRUCTION Q a FFE_ FINISH FLOOR ELEVATION Debris This Wetland ' \ �► SIP = j— EP - EDGE OF PAVEMENT Area / Footprint (-615sf) / \ 8 !� 16 q 0 FE = FINISHED ELEVATION \ ♦ 17 TSW=TOOPOOFCS SIDEWALK to be graded / Proposed \ w � Contours (Typ) \ ..,.• a . , INV = INVERT (-•i34 sf Actual Coastal ° � 47 © 18 TYP = TYPICAL C Wetlands to be _ Displaced by Proposed • / ( \ \ 46 j►,► 19 S ` 5 6g3� = EXISTING CONTOUR 4p� X 5.00 = SPOT ELEVATION Grading Per DCM) � — = 75' AEC A '1�1 20 6 4 � �, = COASTAL MARSH LINE "7 0 = NEW STORM DRAINAGE e � •r p '� r � = EX. STORM DRAINAGE l - rJ. \ 9�y \ \ \ 44 �/ r 22 ' - - - - = EX. WATER MAIN \ \ ,off \ ►i WATER `a\ J•�� y� '9 �CC` �� SIP — SS— = EX, SANIT RY^ SEWER Existing - 2.2' \1 Wi 43 ti \ Q Area for buried Power& y`a� �Q� ,1�r = NEW SANITARY SEWER Culverts J\ �` 0 �'O \ Communication Utilities \ e R/ry �! STORMWATER POND I — OHE — = EX. OVERHEAD ELECTRIC -3.0' \ �� \ \ ¢ 42 28, �,� i = B.U.A. IN A,E.0 (BUILDINGS/STREETS) -4.9 \ G.O \ \ �` _ e * I ® (SEE TABLE BELOW) \ 0. \ /e/ �/ oEIR �o-3.0' \ \ \ `� \ 41 40 N.L.W.M -Q Coastal Wetland \ -�� v v v 39 � o ` -3.4' \ QUO \ a Water Ward / —5.6' \ \ \ \\ 38 I Extent —3.2' r \ / O Text Boxes Indicate j^' \ \Sere \ \ o Sq cyv Proposed Activities 4 V C \ \ CO\ N1TgRy 3 Within Estuarine &j \ 36 STq \ \ \ SE AEC 35 .n \ v C/N \ - Ci 6, \ 34 a cn Note: Water Depths / Directly in Front of Pier 33 G CP(Including End were Interpolated \ ( rain �1rm of —4,3 \� `- 3g \ mo \ 32 �5(� O Section) Storm NORMAL HIGH —2.6' ` �' \ \ \ \ \ w/ WATER \ \ \ ` 31 - iprap \ \ \ TYP Elev=0.95' � f-p\ � ` , _ '----_ 0. NORMAL LOW > \ \ \ \ 30 \ \ I -35' of 8" PVC WATER -4'O, \ (Including End TYP Elev -135' 29' -2.3' 6, \ \ \ Section) Storm Edge of Coastal Wetlands \ �� \ \ \ \ \ / Drain W/ -12sf of to Edge of Coastal Wetlands � �rS �a� \ \ `�,5� 29 �. . O � riprap .(r Edge of Coasts! Wetlan s \ �YebNnb \ '9 O Proposed Top of 1 p to Edge of Coastal Wetlands i \ d a 2$ 1 / Proposed 6ft x 26ft Wood Platform with \1�a co l `r Wood Pier Transitioning to Concrete `` \ ��r ar \ 27 / O!) Bank SSwale ter 6 (ft) Walkway Outlet Swale \ \ \ \ 26 i! 1r 1 1 108sf Riprap P.T. Wood Dock Pilings (typ) not less 3ft x 20ft Lowered Wood Section "� \ `� 25 I than 8 ft Penetration and Spacing Waterward of platform (-I ft Above NHW \ \ — / P g 00 Dependent on Total Applied Loads & as or Per Owner) for Kayak / Canoe Launch -2� \ \ \ ©� 24 / O -06 O/ pP I \\ 3 a' \�\ \�OO o \ �•� 23 Permitted by NC Building Codes. I 1,s' �. O \ 0 o Finished Pier deck elevations per owner. 0 0 Maintain a minimum of 3' clear between wetland substrate & bottom of all decking. c.i aW � 0 0 All Construction w/ P.T. Lumber J o o with Treatment & HDG or Better m 0 Co Fasteners Appropriate For Use & a o z Location U U ZWL- zmLL W Ni'- Varies Landscaped Soil Berm Settler Service for Existing Residence Previously Permitted by General CAMA Permit PROPOSED B.U.A. in AEC (s17 Building # 23 24 48 49 \4,rg�C \ / ' Building (sf) 125 0 140 825 aRELIn/E 80FFER Front Deck (covered sf 85 0 0 25 00. O n O� Rear Deck (uncovered sfj 90 2 220 240 0 t -2.0 \ Cr p _ ` �L _ _ —' / Driveway (e 765 1 0 0 0 -3.65' \ Proposed ' Sidewalks -3.0' NORMAL LOW WATER -5.4' WATER WARD Coastal 29 Wetland Limils f 2 7 ti/oX 3.5'(+l-) ' 2, 1 24' I I I —III I I I— I I 1 � I I —1 I I I I I —I 11 �(—IIIIIIIIII 1I 1 l' PER FT. 1/4" PER FT. 10' TYP. 1,5" SF 9,5A 6" COMP. ABC STONE BASE C&G PAVEMENT C&G T (PI AL S 1 - CIg k' -; 1 2,862 GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) i inch E 40 ft TOPOGRAPHIC AND LOCA•1 SURVEY all PERMITTING SET POWELL SURVEYIN G COMPANY, P.A. AUG 6 2008 NOT FOR CONSTRUCTION DENR-WATER QUALITY UNTIL ALL APPROPRIATE P. 0. BOX 616 BE]AUFORT, N. C. 28516 yyM*DSAND STORMWATERBRAti PERMITS RECEIVED REVISIONS 6/23/08 Add Culvert Removal & New Culvert Installation 6/27/08 AEC / NHW Revisions per DCM 7/16/08 per DCM Uj 0. Cn .e- 3 C C n r w Cn Lo m4 in N 04 .0 c7f C Z o i..= rn U 0 m � LU _ _ 4"J N w o °; N fp C o O r Cl) U L '> ° W w O c 0 u `� v 76 w T3 Z ~ "-! V) C r° Y O Cl) a L� � V " D cn Z 0 0 0. U Q CL w a DATE: 1-12-08 PROJECT: 07-073 DRAWN BY: JF SHEET: 2 of 2 0 0 a3 m I � iSION OF SSMH w TOP EL- S. 67 :. � , A�� A E1 EL- -5.72• war wxoow mom a ro y S SSMH Y NCSPC'S: / BSI- TOPEL- 5.30' TE a S 1 110, 0 N= 363,600.015' / Ip m E= 2.702,896.045' y S 7�1831 SSMH w COMBINEDDFACTOR= E-- Q J+^- E 1 150.24' " S --• S _ S� S� 1' Y EST BEAUFORT EA O F TOPS 5.17 0.9999143 i 4,/ INv� E_ 'E'1E S zis p—s ORT RD v� � OM To W 88) 4.783' (NAND / -1,50' / ESE - E—E�_ EyE OSpf.—S �S—S- �� R/w) _ g g W 5 83 13 OgSE S 15�.74'S IPA 416't3jy " v\j y / E- E-- E -_.. E E -� Flo LARRY WAYNE FULO J 902/744 /•� y EASTERN R/W / (0 ,., w / �' ATLANTIC DRNE / THOMAS VANDYKE F' ,� I (SEE DEED BOOK + 1191/353 LIFTSTAy �Iw // s48 PAGE 324) I i JAMES 1 BOWLING Lt/ W / 53•1 /347 SSMH 2 w e4 TOP EL= INV EL- EIR S 72.51?p / SARAH L. DAVIS -s.27• I NN w 7)•71, PIN 7306.14336412 EIP � 41�w--LINE OF MOUTH OF TOWN �nI CREEK COMPUTED FROM 4 O /ti 135 ?t ' tl CO-ORDINATES AND GPS SET G `X_ / 94, LT DITCH a I -NOTE: DISTANCE IS <. ?� C -�4 / SWALE S NOT TO SCALE �5 �� 8g 37. BEARINGS ROTATED FROM N.C. GRID TO " / J do 5.�6• 4' MAP BEARINGS 41 o - i w \' NCSPC'S: I -3.0' N= 363,313.98, -4.9' E= 2,702,845.17' w,U j \ \\3.0' \ ? Ce LAMA LINE 3 EIR NAD "83 JJ ` SCALE FACTOR= 0.99991�2 _G \ \\ N.L.W.M. ' c c MARSH LINE \ -3.4' \ / `c C` zo > 3 2' �! N C C.C\ Q N '/s f cp N 4 c` c, c � -2Z `GG (SEE HWM CALL TAB L ,6' 1 NORMAL HIGH �c, C WATER MARK N.H.W.M. \\ f c,c` (BOUNDARY LINE) c.c, (TYPICAL) \ c`c �\S SSMH I EL- 0.95' NORMAL LOW WATER Tows \ c_1`c. S TOP EL- 3.17' MARK S f INV EL- -0.77' I (TYPICAL) \ R EL- -1.75' ►� ► 2.1 ! ►! \mow \� �� 10 Cc �\`1j II -_ ! I I \ -3.65' \ -6.2' t0 ~'`_ -C C-C-C -C-C -2.0' \ L-a ! SMALL AREA ABOVE H.W.M. I� II �/ ©\ j % NORMAL LOW WATER MARK 1 1 II II -5.4. MARSH LINE \ 1 NORMAL HIGH WATER MARK / 1 SKETCH OF NORMAL HIGH/LOW WATER MARKS AND COASTAL VEGITATION FOR: \ / RICHARD STOCKETT \ TOWN OF BEAUFORT b_ BEAUFORT TOWNSHIP 'E CARTERET COUNTY, N. C. \ f � FEB. 15, 2007 SCALE 1 "=60' REVISED FEB. 28, 2007 REVISED NOV. 6, 2007 60 0 60 120 180 GRAPHIC SCALE — FEET PRELIMINARY/NOT FOR RECORDATION SURVEYED BY OR CONVEYANCES POWELL SURVEYING COMPANY, P.A. P. 0. BOX 616 BEAUFORT, N. C. 28,11 TEL (252) 7M-42M